A Review and Update of Analytical and Numerical Solutions of the Terzaghi One-Dimensional Consolidation Equation ()
Cheikhou Ndiaye1,
Meissa Fall1,
Mapathe Ndiaye1,
Daouda Sangare2,
Abib Tall1
1Laboratoire de Mécanique et Modélisation, UFR Sciences de l’Ingénieur, Université de Thiès, Thiès, Sénégal.
2Laboratoire d’Analyse Numérique et d’Informatique, UFR Sciences Appliquées et Technologie, Université Gaston Berger, Saint-Louis, Sénégal.
DOI: 10.4236/ojce.2014.43023
PDF
HTML
5,562
Downloads
7,427
Views
Citations
Abstract
Practical resolution of consolidation problems that we often face requires an extensive and solid knowledge of the different parameters highlighted by the Terzaghi one-dimensional consolidation theory. This theory, with its assumptions, leads to a partial differential equation of second order in space and first order in time of pore water pressure. Analytical and numerical resolutions of this equation allow determining the water pressure variation before and after the application of a charge. Numerical modeling has enabled the simulation of the whole results obtained by the two methods of resolution (pressure, degree of consolidation, time factor, among others) to have a physical analysis and a lawful observation that lead to a suitable understanding of the phenomenon of Terzaghi one-dimensional consolidation.
Share and Cite:
Ndiaye, C. , Fall, M. , Ndiaye, M. , Sangare, D. and Tall, A. (2014) A Review and Update of Analytical and Numerical Solutions of the Terzaghi One-Dimensional Consolidation Equation.
Open Journal of Civil Engineering,
4, 274-284. doi:
10.4236/ojce.2014.43023.
Conflicts of Interest
The authors declare no conflicts of interest.
References
[1]
|
Qin, A.F., Sun, D.A. and Tan, Y.W. (2010) Analytical Solution to One-Dimensional Consolidation in Unsaturated Soils under Loading Varying Exponentially with Time. Computers and Geotechnics, 37, 233-238.
|
[2]
|
Hicher, P.Y. (1985) Comportement mécanique des argiles saturées sur divers chemins de sollicitations monotones et cycliques. Application à une modélisation élastoplastique et viscoplastique. Ph.D. Thesis, Université Pierre et Marie-Curie, x p.
|
[3]
|
Li, X.-L. (1999) Comportement Hydromécanique des Sols Fins: De l’état saturé à l’état non saturé. Ph.D. Thesis, Sciences appliquées de l’Université de Liège, x p.
|
[4]
|
Magnan, J.P. and Soyez, B. (1988) Déformabilité des Sols. Consolidation. Tassement. C 214 Traité Construction, volume C 21.
|
[5]
|
Butcher, J.C. (1987) The Numerical Analysis of Ordinary Differential Equations: Runge-Kutta and General Linear Methods. Wiley, Wiley-Interscience.
|
[6]
|
The Math Works, Inc., Matlab, Reference Guide, 1984-92.
|
[7]
|
Torrésani, B. (2009) Introduction à Matlab et octave, Université de Province Aix Marseille I.
|
[8]
|
Goncalvès, E. (2005) Résolution Numérique, Discrétisation des EDP et EDO, Institut National Polytechnique de Grenoble.
|
[9]
|
Salazar, G.E.C. (2006) Modélisation du séchage d’un milieu poreux saturé déformable: Prise en compte de la pression du liquide. PhD thesis, Ecole Nationale Supérieure d’Arts et Métiers Centre de Bordeaux.
|